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RCC Structures Design

RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Not less than 6
Equal to 6
Equal to 7

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is stressed after casting
Is made of reinforced concrete
Possesses internal stresses

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/A) + (M/6Z)
f = (P/A) + (M/Z)
f = (A/P) + (M/Z)
f = (P/'+ (Z/M)

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
All of the listed here
Tension is resisted by tension steel

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/24
WL²/16
WL²/47

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